Laserfiche WebLink
(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />2x6 2x8 WALL <br />BEYOND SEE PLAN <br />FOR HEADER /,--(2) 2x HEADER TO SIT <br />CONNECTION FLUSH TO THE OUTSIDE <br />SEE PLAN FOR SIZE <br />@ MID <br />1-----2x DEAD WOOD <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />DOUBLE 2x TOP <br />PLATE <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL rT� <br />SCALE: N.T.S. <br />12 <br />SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED---\ <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/(10) 10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C AMAX <br />W/ 8" EMBEDMENT <br />Co <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />, '." 7 <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />S 90A <br />TD. HOOK IN K.O. BLOCK 3: <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24' O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. FOP <br />PLATE W/ (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />(3) 1 Od TOENAILS T&B <br />AS REQ'D <br />-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/(3) 10d NAILS <br />BLOCKING (TYP.) <br />TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION - <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />MIN. EXTENSION FROM <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W1 DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <br />� �4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW B'� <br />S4 <br />KNOCK -OUT)--\ <br />BLOCK W/ (1 V5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />0 <br />SON <br />MEN <br />11111110 <br />MEN <br />HEN <br />Milli <br />HE <br />NOTES: <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL — <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />� <br />Q, <br />Lu <br />> <br />e , NEEMEMEN 0 <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2x4 (NOM.) FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />8x8x16 C.M.U. <br />GARAGE DOOR------_ <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />..... .... ........ <br />TRAVEL DIRECTION OF "..: ........ <br />........ .............. <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />IBOTTOM OF MOUNTING B <br />-'POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. — <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8,, 8" 7 5/8" 8" 7 5/8,1 8" <br />INTERIOR <br />WALL <br />CL <br />WALL <br />EXTERIOR <br />1 ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT <br />SCALE: N.T.S. �4 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <br />VERTICAL JAM <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LO <br />AD. <br />WALL <br />4' <br />A <br />4 <br />DOOR STOP <br />4 <br />MOLDING <br />2 x 6 P.T. <br />---GARAGE <br />DOOR <br />L___7 7 <br />J-BOLT <br />TRACK <br />BRACKET <br />DOOR TRACK----/ <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHE <br />ETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK <br />SCALE: N.T.S. �, �4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />11'. 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'.9' <br />(2) <br />I 3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2)LSTA30 <br />FLAT <br />STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />E LAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl 0" OR <br />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />\_(1) 2x SILL PLATE W1 (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />EXTERIOR HEADERS: <br />1 Od NAILS@ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />O/C TYP. <br />12d TOENAILS <br />DOUBLE 2x <br />OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) <br />LS30 w/ (6) 1 Od x 1 1/2" EACH <br />SIDE <br />'--2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NO TED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAIL <br />SCALE: N.T.S. <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />P-) SEE ELEV. <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />r> RESISTIVE BARRIER <br />SIMPSON SP2 W/ (12) 10d <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (T <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />'HIP <br />(2) 2X4 PT STUDS UNDER <br />CARRIER/GIRDER TRUSS <br />" <br />SIMPSON HETA20 wl (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOFTRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12) 16d NAILS <br />TOP <br />2 ROWS 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />�A <br />.0 SPI <br />'y"4 <br />SPLICE STAGGERED <br />10d @ 6" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/Y�16d`FOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC) <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />ILI <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON <br />SP2 SIMPSON SP4 <br />SP4 SP2 <br />\x 1 1111 <br />2X STUDS @ 24" O.C. <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION ,-2X P.T. <br />1Z, PLATE <br />a <br />C <br />M <br />BI <br />SI <br />SIMPSON SP4 <br />�01 <br />TRANSOM FRAMING <br />BB/Sl FOR ADDITIONAL <br />SEE SECTION AA/Sl AND <br />DETAILS <br />LINTEL <br />\-NAILED <br />INTO <br />TRANSOM <br />ONING <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/Sl <br />Sj\ <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />spi <br />SIMPSON <br />SIMPSC <br />RECESS <br />LINTEL <br />SP4 <br />SP4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />I KI <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />ON SP4 <br />//-SImPS <br />SP4 <br />rRUSS BOTTOM CHORD OR 2x4 <br />OCKING W/ 2-16d TOE NAILS <br />(:'LEACH END <br />w <br />2 U) <br />2xTOPPLATE-/'- <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />V <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />FEQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL � �j <br />SCALE: N.T.S. <br />� �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />3 (5645# SPF) <br />3 (6970# SPF) <br />3 <br />)S (9335# SPF) <br />IN. 8" <br />& NUT <br />IOXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />& NUT <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />4 <br />2X8 P.T. BOTTOM P�ATE <br />I I \ I <br />\-5/8"00" "J" BOLT @ 24" O.C. MAX. <br />C SIMPSON (MIN. (2) PER BOTTOM PLATE) C <br />SP4 <br />" <br />4 <br />1 <br />2X8 P.T. BOTTOM <br />PLATE <br />I <br />1 __7 <br />10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSSABOVE <br />F 2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />Plans I <br />for compli <br />'2X8 WALL ABOVE <br />by <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10*'J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />1 Od NAILS @ 4 <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />STAGGERED <br />1 NA 7 NA NA TRANSOM FRAMING <br />0 0 <br />j�M' BEYOND. <br />- <br />I <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />0 <br />& 8" O/C FIELD <br />L <br />SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY-- <br />SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0-� 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY R <br />SCALE: N.T.S. <br />S4 <br />cf) <br />04 <br />�a <br />'L�5 <br />u') <br />0 <br />-x <br />0 <br />< <br />p <br />W <br />k. ZA %J�' <br />kN' , , <br />0 <br />z <br />< <br />V) a) u-) - E <br />0 0 <br />'o <br />0% cm- <br />mr <br />4- C3 2 <br />U -0-0- -c" <br />4) E -c <br />0 u <br />8 o <br />0 -0 6 <br />u u <br />uj <br />u c <br />6m 00 <br />0 a C-0 <br />CL <br />LLJ Lu <br />0 ui W o <br />W LU _j W <br />W zo'x <br />Lu 'o z <br />uj <br />x Z) o 0 _j o <br />co 0 �: it co u- Q LL <br /><ox-j ix OZ200�_ <br />'ocn'ox9ozuzo'Rooc'ocz < <br />0 0 <br />U) LU LU W�uv5lxm 0 _j <br />_j 0 z ozzu-0w Ia. <br />00 <br />o z <br />U) LL. <br />W m-wz <br />W W <br />8 w 5 <br />< <br />U- 0 u <br />0 <br />0 <br />N <br />z <br />LLJ <br />CD C) <br />F-7 cy) p <br />co ["- <br />z <br />< co I Lo <br />co — <br />Li- <br />m cn <br />z <br />< uj < Lo <br />cyi <br />co <br />< <br />z (-) I-,- <br />z 3r, <br />W <br />Lj <br />_j 0 <br />0 <br />V <br />2 <br />i ' rt.ual Review Ass, <br />st, I <br />c! <br />1111ew COMPleted <br />and <br />nce * <br />lebra*'th the 2020 <br />Anne Klahr <br />F8C <br />Ppr oved <br />7th <br />DX23oq <br />1"J"11 <br />u") <br />0 <br />co <br />C_N <br />f'- <br />o <br />CD <br />N <br />'cN <br />CD <br />N <br />co <br />CD <br />0 <br />0 <br />U") <br />(n <br />W <br />W <br />c' <br />.0 <br />a <br />441t <br />> <br />co U) <br />Z <br />< Z <br />Lu <br />C) 4_4 <br />-#-a <br />W <br />Z U) <br />0 zz <br />0 <br />0) <br />c) <br />.. 00 <br />c5c_)V5 <br />.0 <br />Lo -0 <br />0 <br />:pz5; <br />0 LU = <br />0 1.- L_j <br />< <br />z <br />Wr-< <br />a.7=0- <br />910 <br />1.- <br />XW <br />W <br />(29 <br />I.- <br />m it uj <br />m <br />r14 <br />0:)o <br />zom <br />Z> <br />10- <br />co <br />23:m <br />0 <br />zo�o <br />>. CN <br />Q� <br />Lu U- <br />Z <br />z <br />cn z <br />< <br />1�e <br />0� -- <br />z <br />< <br />m 2 <br />0 <br />0 <br />F- <br />z <br />z <br />Lu <br />W <br />Lo <br />> 0 <br />LAST PLOT DATE <br />z 0 <br />. j <br />STRUCTURAL <br />DETAILS <br />